Q. For maximum vertical stress, the shear stress is _________ if the load is 30 kN and r=4m.

View solution

Q. What will be the intensity of shear stress at a depth of 4m and at a radial distance of 1m from concentrated load of 20 kN?

View solution

Q. If r/z ratio is 2 and load of 20 kN is acting at a point, then the vertical pressure at a depth 6m is ____________

View solution

Q. The Boussinesq influence factor for r/z ratio equal to 1 is given by ____________

View solution

Q. When the maximum vertical stress is 0.235 kN/m² at a radial distance of 4m from the point load is __________ kN.

View solution

Q. The Boussinesq’s vertical pressure σz under a uniformly loaded circular area is given by ________

View solution

Q. The Boussinesq influence factor for uniformly distributed circular area is given by ____________

View solution

Q. If θ is the apex angle which the line joining the apex makes with the outer edge of the loading of a circular area, then the Boussinesq’s vertical pressure σz under a uniformly loaded circular area is given by ______________

View solution

Q. The Boussinesq’s vertical pressure σz due to line load is given by ________

View solution

Q. The Boussinesq’s vertical pressure σz due to line load at a point situated vertically below the line load is given by ________

View solution

Q. If θ is the angle subtended by the edges of the strip load, then the Boussinesq’s vertical pressure σz due to strip load is given by ________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, load is applied in _____________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, the deformation occurs in __________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, soil is restrained against lateral deformation.

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, excess pore water drains out in __________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, the boundary is considered to be __________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, the change in thickness of a layer during consolidation is ___________

View solution

Q. In Terzaghi’s Theory of one dimensional consolidation, the time lag in consolidation is ___________

View solution

Q. In one-dimensional consolidation, secondary consolidation is __________

View solution

Q. The hydraulic gradient in terms of pore water pressure is given by _________

View solution